EP1144317A1 - Device for the aerobic microbiological treatment of waste water - Google Patents
Device for the aerobic microbiological treatment of waste waterInfo
- Publication number
- EP1144317A1 EP1144317A1 EP99968377A EP99968377A EP1144317A1 EP 1144317 A1 EP1144317 A1 EP 1144317A1 EP 99968377 A EP99968377 A EP 99968377A EP 99968377 A EP99968377 A EP 99968377A EP 1144317 A1 EP1144317 A1 EP 1144317A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- reactor
- hollow body
- waste water
- filter
- gas source
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000002351 wastewater Substances 0.000 title claims abstract description 40
- 230000002906 microbiologic effect Effects 0.000 title claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 239000012528 membrane Substances 0.000 claims abstract description 23
- 238000000034 method Methods 0.000 claims abstract description 16
- 239000002028 Biomass Substances 0.000 claims abstract description 10
- 238000001914 filtration Methods 0.000 claims abstract description 10
- 238000005273 aeration Methods 0.000 claims abstract description 7
- 238000004140 cleaning Methods 0.000 claims abstract description 6
- 238000009423 ventilation Methods 0.000 claims description 27
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 23
- 239000001301 oxygen Substances 0.000 claims description 23
- 229910052760 oxygen Inorganic materials 0.000 claims description 23
- 239000007789 gas Substances 0.000 claims description 11
- 238000010521 absorption reaction Methods 0.000 claims description 8
- 238000002156 mixing Methods 0.000 claims description 5
- 239000000126 substance Substances 0.000 claims description 4
- 102000004190 Enzymes Human genes 0.000 claims description 3
- 108090000790 Enzymes Proteins 0.000 claims description 3
- 239000000443 aerosol Substances 0.000 claims description 3
- 239000003054 catalyst Substances 0.000 claims description 3
- 238000001556 precipitation Methods 0.000 claims 1
- 230000001105 regulatory effect Effects 0.000 claims 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 9
- 238000001471 micro-filtration Methods 0.000 description 8
- 244000005700 microbiome Species 0.000 description 8
- 239000000919 ceramic Substances 0.000 description 7
- 238000006243 chemical reaction Methods 0.000 description 4
- 239000010801 sewage sludge Substances 0.000 description 4
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 239000000523 sample Substances 0.000 description 3
- 239000008399 tap water Substances 0.000 description 3
- 235000020679 tap water Nutrition 0.000 description 3
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 description 2
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000005429 filling process Methods 0.000 description 2
- AMWRITDGCCNYAT-UHFFFAOYSA-L hydroxy(oxo)manganese;manganese Chemical compound [Mn].O[Mn]=O.O[Mn]=O AMWRITDGCCNYAT-UHFFFAOYSA-L 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000004060 metabolic process Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000003197 catalytic effect Effects 0.000 description 1
- 229910010293 ceramic material Inorganic materials 0.000 description 1
- 239000012459 cleaning agent Substances 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 239000003599 detergent Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003958 fumigation Methods 0.000 description 1
- 150000008282 halocarbons Chemical class 0.000 description 1
- 229930195733 hydrocarbon Natural products 0.000 description 1
- 150000002430 hydrocarbons Chemical class 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 102000004169 proteins and genes Human genes 0.000 description 1
- 108090000623 proteins and genes Proteins 0.000 description 1
- 230000000241 respiratory effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/20—Activated sludge processes using diffusers
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Definitions
- the invention relates to a device for aerobic microbiological treatment of waste water by producing a biodispersion.
- Aerobic microorganisms must be supplied with oxygen dissolved in water so that they can convert and "mineralize” the "dirt sources” contained in the wastewater through breathing.
- multiplication breathing With a large supply of the convertible water constituents and sufficient dissolved oxygen in the wastewater, the microbiological respiration takes place as so-called “multiplication breathing", whereby microorganisms multiply by division and can therefore degrade the high supply. If the supply is low, the microorganisms switch to "life support breathing", in which only a small amount of conversion is carried out.
- technologies are used which result in increased respiration, since high degradation rates are to be achieved in the reactors.
- this multiplication breathing brings with it the main technological problem of wastewater treatment, which is that a great deal of sewage sludge is produced, which can only be disposed of in a very costly manner.
- the invention is therefore based on the object of providing a device for aerobic microbiological treatment of waste water in which only a relatively small amount of sewage sludge is produced, while at the same time maintaining a high degree of efficiency and achieving clear water of good quality and ensuring a simple structure of the device should be adaptable to different amounts of wastewater.
- the device according to the invention has a filter and ventilation unit arranged in the lower part of the reactor, which consists of porous hollow bodies which are arranged one above the other and serve as membranes, provides a bio-membrane reactor which reduces the sewage sludge problem by the fact that Microfiltration the microorganisms are retained in the bio-membrane reactor and the resulting respiratory stress for the microorganisms is due to the fact that, although there is sufficient oxygen available, the C source is not sufficient so that they have to deal with the metabolism, leads to life support breathing. Life support breathing requires one lower metabolism, but this is made up for by the higher microbiological density, so that a total degradation per m 2 of reactor is achieved as in the multiplying breathing.
- the microorganisms and water contents penetrating into the pores of the porous membranes during microfiltration are rinsed out again during the aeration, which takes place suddenly, so that very long membrane sides are possible. Due to the changing ventilation and microfiltration process, the porous hollow bodies, which each serve as a membrane, are used in both directions.
- the wastewater of the sewage sludge is treated by microfiltration in such a way that it meets the legal requirements for trickling on site and for direct discharge, which means that decentralized wastewater treatment can be made available and the water cycle can be closed, particularly in rural communities.
- the desired admission pressure for the microfiltration can be set and the reactor residence time of the waste water can be determined.
- FIG. 1 shows the schematic structure of a device according to the invention in accordance with an exemplary embodiment of the invention
- FIG. 2 shows the schematic representation of several reactors working in parallel
- Figure 3 shows a device corresponding to Figure 1
- Figure 4 shows a reactor with 2 filter and ventilation units
- Figure 5 is a perspective view of an embodiment of a porous hollow body.
- Microbiological treatment of waste water has, as an essential component, a reactor 100 which is connected to a waste water feed line 1 which opens into the upper part of the reactor 100, which forms a collecting space or reaction space 4.
- a filter and ventilation or gassing unit 6 is connected via a first flange part 5 to the collecting space 4 and is connected via a second flange part 8 to a reactor drain line 11 which is controlled by a solenoid valve 11a and which is used to discharge material and is used for cleaning.
- the filter and ventilation unit 6 consists of individual stacked hollow bodies 7, which are disc-shaped and which are made of porous material, preferably a porous ceramic material.
- the disk-shaped membrane parts or hollow bodies 7 are bordered by two connection heads ⁇ a, 6b, and are held together by tie rods ⁇ c.
- FIG. 5 shows an exemplary embodiment of a membrane part or hollow body 7 which can be used in the device according to FIG. 1.
- the hollow body consists of an outer ring 24, an inner ring 26, webs 27 arranged between the inner ring 26 and outer ring 24, and projections 22 with through holes 28 formed on the outer ring 24.
- An outer ring channel 25 is formed in the outer ring 24, which is indicated by the dashed lines .
- the webs 27 are hollow and have the web channels 23 indicated by dashed lines.
- the openings 28 can be selectively connected to the outer ring channel 25 via regions 29 to be broken out.
- the inner ring 26 can also have an inner ring channel.
- the hollow body has a central through opening, but this does not have to be provided, for example a hollow connecting part can connect the webs 27 to one another.
- a hollow connecting part can connect the webs 27 to one another.
- six webs 27 and six lugs 22 are provided, but more or less can be formed from both.
- the hollow body is round, of course it can also be square and the through holes 28 can be formed in the square body.
- the webs can also have other shapes, but in principle an even distribution over the cross section should be provided.
- the filter and ventilation unit 6 shown in Figure 1 consists of the membrane bodies 7 shown in Figure 5, which are preferably arranged one above the other offset. They are offset from one another in such a way that at least one channel 7c formed by the through openings 28 is produced, two channels 7c being provided in FIG.
- One channel 7c is connected via the first flange part 5 to a compressed air or oxygen line 9, in which a solenoid valve 9a, which can be part of a control valve, is arranged, while the second channel 7c is connected to a drain line 10 arranged on the second flange part 8 Clear water is connected, in which a solenoid valve 10a is also arranged.
- An oxygen probe 15 for measuring the oxygen content and a level switch designed as a float 3 are provided in the collecting or reactor space 4. Furthermore, a pressure sensor 2a for measuring the internal pressure in the reactor space 4 is provided.
- a heat exchanger 16 is provided in the waste water supply line 1, which preferably also consists of hollow bodies according to FIG. 5, but which are not porous, the feed line 1 being connected to the flanges enclosing the hollow bodies and the wastewater flows between the webs and the clear water flows in the cavities and releases its heat to the wastewater.
- a pH value sensor 17b for measuring the pH value of the waste water and a mixing device 17 with corresponding control and valve arrangements 17a are provided in or on the waste water supply line 1.
- the mixing device can, as shown, consist of porous hollow bodies and be constructed in the same way as the filter and ventilation unit 6.
- the reactor 100 is connected to an exhaust air line 12 with valves 12a, an absorption reactor 13 being used in the exhaust air line to remove odors.
- the absorption reactor with an inlet line 14 for
- the absorption reactor 13 is also constructed like the filter and ventilation unit 6, the exhaust air flowing between the webs of the porous hollow bodies and the water flowing in the cavities.
- the filter and ventilation unit 6 which consists of the porous-ceramic hollow bodies 7, is sealed to the outside by a glaze or a sealing coating, or the entire arrangement is accommodated in a sealing housing. Furthermore can the filter and ventilation unit 6 can be designed with an additional cleaning channel 7a, which is connected to a line controlled by a valve 7b for supplying cleaning agent.
- the wastewater is fed via the feed line 1 into the reactor chamber 4, in which there is biomass that mixes with the wastewater.
- it is necessary to check the pH of the wastewater and, if necessary, to neutralize it by adding hydrochloric acid or sodium hydroxide solution.
- the pH value is measured via the probe 17b and, if necessary, the necessary liquid is metered in via the control fitting 17a and the reactor 17.
- the valve 12a is also opened, so that the air displaced by the waste water can escape from the reaction chamber 4.
- the valves 9a, 10a and 11a are closed.
- valve la which is preferably designed as a solenoid valve, is also closed, so that only valve 12 is still open.
- the absorption reactor 13 which, as mentioned, consists of porous-ceramic hollow chamber elements. Tap water is supplied via the feed line 14, which is on the surface of the porous ceramic membranes form a water film, on which the odorous substances and aerosols are deposited. The loaded water drips back into the reactor.
- the corresponding valve of the inlet line 14 is opened for tap water, so that the porous-ceramic elements of the absorption reactor 13 are wetted with the absorption liquid, which is always renewed.
- the valve 9a being opened and the channel 7c being supplied with a pressurized gas source, i.e. Compressed air or oxygen is connected.
- a pressurized gas source i.e. Compressed air or oxygen
- the compressed air is suddenly distributed over all the membrane elements 7 via the channel 7c and escapes through the micropores of these elements, the biomass deposited on the surface of the membrane elements 7 being blown away from the surface.
- the oxygen or air becomes uniform, i.e. introduced in a uniform distribution over the cross-sectional area of the reactor into the water surrounding the membrane elements 7 and rises upwards into the reactor space 4.
- the oxygen content is measured via the oxygen probe 15 and the oxygen or air is supplied until a desired oxygen value is reached.
- valve 12a is closed so that the air can no longer escape and it forms
- the internal pressure in the reactor space 4 is crucial for the filtration, the membrane pore size naturally playing a role, which can be adapted to the parameters of the waste water to be filtered.
- the valve 9a is closed, so that no more air or oxygen gets into the filter and ventilation unit 6.
- the filtering process now follows, in which the direction of action of the membrane body 7 is reversed to the direction of ventilation.
- the valve 10a is opened and the pressure in the reactor is reduced via the hollow bodies 7, which now act as filters, clear water reaching the heat exchanger 16 via the channel 7c and the line 10.
- the drain line 11 is used to empty the reactor, the solenoid valve 11a being opened.
- This drain 11 can also be used to clean the reactor, with detergents, i.e. Acid or alkali are introduced into the reactor and are let out via the outlet 11. Steam can also be used, for example for sterilization.
- This cleaning process can, however, also be integrated with the inflow channel 7a via the inlet, the connection fitting 7b being connected to the connection head 6a.
- the number of membrane or hollow body elements 7 depends on the ceramic membrane surface to be installed and its filtration and fumigation or ventilation performance.
- a plurality of reactors 100 are provided, which are arranged in parallel, but the Process states and the process flow can be different.
- the reactor rooms 4 are each connected to a wastewater supply line 1 and an outlet line 10 for the clear water and to a supply line 9 for air or oxygen. With this arrangement, continuous operation can be realized.
- FIG. 3 shows a reactor 100 for the continuous water supply operation in excess pressure.
- Flow control fittings 18 are installed in the exhaust air line 12, in the outlet 10, in the waste water supply line 1 and in the compressed air line 9, which allow a reactor mode of operation in a certain pressure range. This operation requires more control effort, but brings a higher performance, since the oxygen saturation limit is raised with increasing water pressure, so that more oxygen is available to the microorganisms.
- FIG. 4 shows two filter and ventilation units 6, which are alternately switched between the ventilation process and the filter process.
- a switch fitting 20 is provided in the compressed air line 9, via which the compressed air is switched between the upper filter and ventilation unit and the lower filter and ventilation unit.
- the reactor is operated continuously under excess pressure, the membrane or hollow body elements of the corresponding unit being used once as aeration and then as microfiltration when the corresponding solenoid valve 10a or 10b is open, so that the membranes are clogged here too is minimized by back ventilation.
- the ceramic mixing and contact surfaces of the hollow Bodies can be coated with catalysts or enzymes without losing porosity.
- the enzymes are used to break down or crack proteins in the wastewater.
- An example of the catalysts is the introduction of hydrogen peroxide for the oxidation or reduction of hydrocarbons (also halogenated hydrocarbons) in the waste water with a catalytically active coating of the ceramic membrane on the inside of the reactor with manganese oxide, in which
- Oxygen and hydrogen radicals are formed.
- Such a catalytic stage can also be connected upstream in the water supply, like the pH control.
- the device according to the invention can also be used, for example, as a mini sewage treatment plant for toilet facilities or individual toilets of camping sites, buses, ships, airplanes, trains or the like.
- the device can additionally have a comminution pump for comminuting solids, the hollow bodies then being able to have a central bore or an inner ring so that a shaft drive can be installed.
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Water Supply & Treatment (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Biodiversity & Conservation Biology (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19860942 | 1998-12-29 | ||
DE19860942A DE19860942C1 (en) | 1998-12-29 | 1998-12-29 | Waste water aerobic micro-biological treatment assembly minimizes the quantity of sludge for final disposal without sacrifice of water quality |
PCT/EP1999/010353 WO2000039033A1 (en) | 1998-12-29 | 1999-12-23 | Device for the aerobic microbiological treatment of waste water |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1144317A1 true EP1144317A1 (en) | 2001-10-17 |
EP1144317B1 EP1144317B1 (en) | 2002-08-28 |
Family
ID=7893244
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99968377A Expired - Lifetime EP1144317B1 (en) | 1998-12-29 | 1999-12-23 | Device for the aerobic microbiological treatment of waste water |
Country Status (15)
Country | Link |
---|---|
US (1) | US6585886B1 (en) |
EP (1) | EP1144317B1 (en) |
CN (1) | CN1191205C (en) |
AT (1) | ATE222882T1 (en) |
CA (1) | CA2356903A1 (en) |
CZ (1) | CZ296146B6 (en) |
DE (2) | DE19860942C1 (en) |
EE (1) | EE04396B1 (en) |
HU (1) | HUP0104833A2 (en) |
PL (1) | PL348600A1 (en) |
RU (1) | RU2238913C2 (en) |
SK (1) | SK283887B6 (en) |
TR (1) | TR200101908T2 (en) |
UA (1) | UA61157C2 (en) |
WO (1) | WO2000039033A1 (en) |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE50110806D1 (en) | 2001-05-25 | 2006-10-05 | Grundfos As | Device for biological fluid treatment |
US6881338B2 (en) | 2002-06-17 | 2005-04-19 | Dharma Living Systems, Inc. | Integrated tidal wastewater treatment system and method |
US6863816B2 (en) * | 2002-06-17 | 2005-03-08 | Dharma Living Systems, Inc. | Tidal vertical flow wastewater treatment system and method |
US7029586B2 (en) * | 2003-02-28 | 2006-04-18 | Dharma Living Systems, Inc. | Integrated tidal wastewater treatment system and method |
WO2005026054A2 (en) * | 2003-09-05 | 2005-03-24 | Dharma Living Systems, Inc. | Drain and flood wastewater treatment system and associated methods |
US6949191B1 (en) * | 2004-04-29 | 2005-09-27 | Jrj Holdings, Llc | Packaged wastewater treatment unit |
US6852227B1 (en) | 2004-04-29 | 2005-02-08 | Jrj Holdings, Llc | Flow-through media |
US7347940B2 (en) * | 2004-06-17 | 2008-03-25 | Worrell Water Technologies, Llc | Nitrogen removal system and method for wastewater treatment lagoons |
US8459984B2 (en) * | 2005-04-26 | 2013-06-11 | Heartland Technology Partners Llc | Waste heat recovery system |
DE102005028764B4 (en) * | 2005-06-22 | 2011-03-10 | Atb Umwelttechnologien Gmbh | Clarifier with float switch in the ventilation hose |
GB0921836D0 (en) * | 2009-12-14 | 2010-01-27 | Prebble Andrew | Anaerobic reactor |
DE202016103262U1 (en) * | 2016-06-21 | 2017-09-22 | Atb Umwelttechnologien Gmbh | Wastewater treatment device for a sewage treatment plant |
CN112723683A (en) * | 2021-01-25 | 2021-04-30 | 浙江海洋大学 | Ship domestic sewage treatment device |
CN113651426B (en) * | 2021-10-21 | 2022-01-11 | 北京华宇辉煌生态环保科技股份有限公司 | Ecological device and method for sewage treatment |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
HU189791B (en) | 1983-12-14 | 1986-07-28 | Budapesti Mueszaki Egyetem,Hu | Method and apparatus for measuring heat-conductivity parameters of materials, preferably thermal conductivity and volumetric thermal capacity |
DE3544383A1 (en) * | 1985-07-17 | 1987-01-29 | Ivan Sekoulov | METHOD FOR BIOLOGICALLY AND / OR PHYSICAL ELIMINATION OF UNWANTED WATER INGREDIENTS FROM WATER BY MEANS OF FLOODED BIOFILM REACTORS AND SYSTEM FOR IMPLEMENTING THE PROCESS |
DE4116144A1 (en) * | 1990-05-21 | 1991-12-19 | Preussag Anlagenbau | Downwards-flow water filter with biological and mechanical filter - where upper biological layer has aeration system made up of removable horizontal pipe array which can be raised and lowered in filter tank |
GB9013051D0 (en) * | 1990-06-12 | 1990-08-01 | Lanmark Consultants Ltd | A flow control element for use as a filter or gas diffuser |
WO1995006010A1 (en) | 1993-08-25 | 1995-03-02 | David Peter Froud | Biological aerated filter |
JP2978404B2 (en) * | 1994-10-24 | 1999-11-15 | 富士車輌株式会社 | Wastewater purification equipment |
DE19621156A1 (en) | 1996-05-14 | 1997-11-20 | Wolfgang Luehr | Sewage treatment plant for the treatment of water |
-
1998
- 1998-12-29 DE DE19860942A patent/DE19860942C1/en not_active Expired - Fee Related
-
1999
- 1999-12-23 RU RU2001117506A patent/RU2238913C2/en not_active IP Right Cessation
- 1999-12-23 SK SK932-2001A patent/SK283887B6/en unknown
- 1999-12-23 HU HU0104833A patent/HUP0104833A2/en unknown
- 1999-12-23 US US09/869,496 patent/US6585886B1/en not_active Expired - Fee Related
- 1999-12-23 UA UA2001064349A patent/UA61157C2/en unknown
- 1999-12-23 PL PL34860099A patent/PL348600A1/en unknown
- 1999-12-23 WO PCT/EP1999/010353 patent/WO2000039033A1/en active IP Right Grant
- 1999-12-23 EP EP99968377A patent/EP1144317B1/en not_active Expired - Lifetime
- 1999-12-23 EE EEP200100353A patent/EE04396B1/en not_active IP Right Cessation
- 1999-12-23 AT AT99968377T patent/ATE222882T1/en not_active IP Right Cessation
- 1999-12-23 CA CA 2356903 patent/CA2356903A1/en not_active Abandoned
- 1999-12-23 TR TR200101908T patent/TR200101908T2/en unknown
- 1999-12-23 CN CNB998163465A patent/CN1191205C/en not_active Expired - Fee Related
- 1999-12-23 CZ CZ20012415A patent/CZ296146B6/en not_active IP Right Cessation
- 1999-12-23 DE DE59902504T patent/DE59902504D1/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
See references of WO0039033A1 * |
Also Published As
Publication number | Publication date |
---|---|
HUP0104833A2 (en) | 2002-04-29 |
WO2000039033A1 (en) | 2000-07-06 |
EP1144317B1 (en) | 2002-08-28 |
CZ20012415A3 (en) | 2002-03-13 |
CN1335824A (en) | 2002-02-13 |
SK9322001A3 (en) | 2002-02-05 |
CA2356903A1 (en) | 2000-07-06 |
EE04396B1 (en) | 2004-12-15 |
RU2238913C2 (en) | 2004-10-27 |
US6585886B1 (en) | 2003-07-01 |
CN1191205C (en) | 2005-03-02 |
SK283887B6 (en) | 2004-04-06 |
UA61157C2 (en) | 2003-11-17 |
CZ296146B6 (en) | 2006-01-11 |
EE200100353A (en) | 2002-10-15 |
PL348600A1 (en) | 2002-06-03 |
DE19860942C1 (en) | 2000-05-04 |
DE59902504D1 (en) | 2002-10-02 |
ATE222882T1 (en) | 2002-09-15 |
TR200101908T2 (en) | 2001-12-21 |
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